Item No.
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: OFFICE OF THE CITY MANAGER
BY: MATTHEW BAUMGARDNER, DIRECTOR OF PUBLIC WORKS/CITY
ENGINEER
DATE: MARCH 11, 2025
SUBJECT: APPROVAL OF PLANS AND SPECIFICATIONS AND AUTHORIZATION
FOR INFORMAL SOLICITATION OF CONSTRUCTION BIDS FOR THE
PARAMOUNT BOULEVARD STORMWATER LIFT STATION
IMPROVEMENTS, MISCELLANEOUS PROJECT (MP) NO. 407, AND
FINDING OF PROJECT EXEMPTION FROM THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15302 CLASS 2(c).
EXECUTIVE SUMMARY
The City Council will consider approving plans and specifications, and authorizing informal solicitation of construction bids for the Paramount Boulevard Stormwater Lift Station Improvements, MP No. 407. The proposed stormwater lift station improvements, which would occur at Paramount Boulevard and the Interstate 5 (I-5) freeway overpass, are necessary to replace wiring, instrumentation, electrical connections, and associated pump equipment.
RECOMMENDATION
That the City Council:
1. Approve the plans and specifications, and authorize the informal solicitation of construction bids for the Paramount Boulevard Stormwater Lift Station Improvements, MP No. 407; and
2. Find that the project is exempt from the requirements contained in CEQA under Section 15302 Class 2(c).
BACKGROUND
The City’s stormwater lift station located at Paramount Boulevard near the I-5 Freeway overpass requires improvements to replace copper wiring, pipe fittings, telemetry, electrical meter, lights, and control panel as well as refurbishment and reinstallation of the pump in order to ensure adequate stormwater drainage in the area. In the interim the City has had to procure the services of a vendor who could rent to the City a temporary pump and associated piping resulting in ongoing unscheduled expenses, while it prepares the schematics and
MP NO. 407 PARAMOUNT BOULEVARD STORMWATER LIFT STATION IMPROVEMENTS MARCH 11, 2025
PAGE 2
specifications necessary to obtain bids for repair and replacement of the equipment. The limits of work are shown on the project location map included in Attachment A.
ANALYSIS
The plans and specifications are complete and the project is now ready for solicitation of construction bids. A copy of the project specifications is available for review in the Public Works Department.
The proposed stormwater lift station improvements include: replacement of copper wiring, telemetry, electrical meter and pedestal, lights, control panel, and emergency transfer switch; and installation of the pumps.
Due to the unscheduled expenses associated with replacing the stormwater equipment which was vandalized during the fall of 2024 and the ongoing unscheduled rental equipment costs, the City will forgo other planned stormwater work (catch basin inserts) in order to fund the necessary lift station improvements for this project. Fortunately, the forgoing of the planned stormwater work will not have an impact on stormwater operations. However, the theft/vandalism of the stormwater lift station is causing the City to incur rental costs and expending staff time and overtime to check in on the rental equipment on a regular basis and respond to the site with an emergency generator during rain events. Additionally, this process has required extensive coordination with Southern California Edison, Building and Safety, Downey Police, California Highway Patrol, vendors to receive rental equipment quotes and installation of such equipment, shipping pumps out to get repaired and receive back, securing the site, preparing plans, and preparing specifications. The formal bid process would tack on additional months to the unscheduled tasks completed to date. In an effort to control excessive costs and stay within the currently approved stormwater budget, it is recommended to streamline the bidding process by soliciting qualified contractors and informally bidding the project to achieve the best price possible. The informal bid process would help trim overhead costs with the intent to receive qualified low bids and stay within budget while focusing the City funds on the necessary improvements and repairs at the lift station site. Staff recommends that the City Council approve the project plans and specifications and authorize informal solicitation of bids. Construction is tentatively scheduled to begin in June 2025 and be completed by September 2025.
This project is categorically exempt from the provisions of CEQA under Section 15302 Class 2(c).
CITY COUNCIL PRIORITIES
Efficiency & Adaptability
Quality of Life, Safety and Infrastructure
MP NO. 407 PARAMOUNT BOULEVARD STORMWATER LIFT STATION IMPROVEMENTS MARCH 11, 2025
PAGE 3
FISCAL IMPACT
Approval of the recommended actions will result in an expenditure of approximately $250,000 from budgeted Stormwater Fund Capital Improvement Program (CIP) funds to cover the Total Estimated Project Cost (break down listed in table below). Depending on actual bids received, a detailed project cost summary will be provided at the time of award of the construction contract for this project.
Description Amount
Construction Contract and Contingencies $210,000
Inspection and Contract Administration $40,000
Total Estimated Project Cost: $250,000
There is sufficient fund balance for the recommended actions. The budgeted CIP funds proposed for this project are Stormwater Fund CIP Account Nos. 50-1-3983 and 50-1-4012 as provided in the table below. Once the low bidder is determined, the appropriate amount of funds necessary for the lift station improvements will be transferred from Account No. 50- 1-4012 to Account No. 50-1-3983 upon award of the contract via Council action.
Account No. Funding Source Amount
50-1-3983
FY 2024-25 Pollution Discharge Elimination
System Improvements CIP $100,000
50-1-4012 FY 2024-25 Catch Basin Inserts CIP $250,000
Total Project Funding: $350,000
ATTACHMENTS
Attachment A: Project Location Map
Attachment B: Plans
MP NO. 407 PARAMOUNT BOULEVARD STORMWATER LIFT STATION IMPROVEMENTS MARCH 11, 2025
PAGE 4
ATTACHMENT A
OF SHEETS
DRAWING NO.
SHEETCITY OF DOWNEYREVISIONSAPPROVED BY:BENCH MARK SEAL:PLANS PREPARED BY
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
HORIZ. SCALE:
VERT. SCALE:
AS SHOWN
MP-407
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS
TITLE SHEET AND GENERAL NOTES
9 1
CITY OF DOWNEY
PUBLIC WORKS DEPARTMENT
CONSTRUCTION PLANS
FOR
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENT
MP-407
STREET IMPROVEMENT GENERAL NOTES:
NOT TO SCALE
SHEET NO.DESCRIPTION
PLAN INDEX:
CENTURY FREEWAY
I
-
1 0
5OLD RIVER SCHOOLRDFI
R
E
S
T
O
N
E
B
L
V
D
S
T
E
W
A
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T
&
G
R
A
Y
RD
IMPERIAL HIGHWAY
G
A
R
D
E
N
D
A
L
E
S
T
FOSTER RD.SAN GABRIEL RIVER FREEWAY I-605ROSECRANS
AVE
FL
O
R
E
N
C
E
A
V
E
T
E
L
E
G
R
A
P
H
R
D
S
A
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A
A
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A
F
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EW
A
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I
-
5GA
L
L
A
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I
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R
D
RIVESAVEPARAMOUNTBLVDDOWNEY AVEBROOKSHIREAVELAKEWOODBLVDBELLFLOWER BLVDWOODRUFF AVE5T H
ST
C
E
C
I
L
I
A
ST
C
H
E
R
O
K
E
E
D
R
PERNELLAVESAN GABRIEL RIVERTWEEDY LANECLARKE AVECOLUMBIAWAYINTERSTATE
CALIFORNIA
605
INTERSTATE
CALIFORNIA
5 INTERSTATE
CALIFORNIA
105
19
SIGNING AND STRIPING GENERAL NOTES
UTILITY AND AGENCY INDEX
UNDERGROUND STRUCTURES
ABBREVIATION LEGEND
ATTACHMENT B
OF SHEETS
DRAWING NO.
SHEETCITY OF DOWNEYREVISIONSAPPROVED BY:BENCH MARK SEAL:PLANS PREPARED BY
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
HORIZ. SCALE:
VERT. SCALE:
AS SHOWN
MP-407
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS
ELECTRICAL GENERAL NOTES
9 2
ELECTRICAL GENERAL NOTES:
1.ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE , FEDERAL, STATE, AND LOCAL JURISDICTION CODES INCLUDING THE LATEST CITY OF DOWNEY AND APPROVED L.A. COUNTY ELECTRICAL CODES.
2.ALL WORK SHALL BE DONE IN A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED NATIONAL ELECTRICAL CONTRACTOR'S ASSOCIATION STANDARDS OF INSTALLATION, UNDER COMPETENT SUPERVISION.
3.CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING WALKS, WALLS, DRIVEWAYS, CURBS, ETC. DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY AT NO ADDITIONAL COST TO THE CITY.
5.CONTRACTOR SHALL PAY FOR LOCAL FEES, PERMITS AND INSPECTIONS AS MAY BE REQUIRED AND PROVIDE A CERTIFICATE OF INSPECTION TO THE CITY.
6.LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION.
7.IT IS THE OBLIGATION OF THE CONTRACTOR TO ORGANIZE HIS WORK SO THAT A COMPLETE ELECTRICAL, INSTRUMENTATION,
AND/OR CONTROL SYSTEM FOR THE FACILITY WILL BE PROVIDED AND SUPPORTED BY ACCURATE SHOP AND RECORD DRAWINGS, AND ALL O&M MANUALS.
8.ALL CABLES SHALL BE NEW, COPPER, RATED FOR 600V AND LISTED FOR ITS LOCATION WITH A MINIMUM TEMPERATURE RATING OF 75 DEG C WET AND 90 DEG C DRY; POWER CABLES SHALL BE TYPE XHHW-2 FOR UNDERGROUND/ABOVE GROUND, UNLESS NOTED OTHERWISE.
9.MINIMUM SIZE CONDUIT SHALL BE 3/4" UNLESS NOTED OTHERWISE. ALL CONDUITS FOR POWER AND LIGHTING SHALL CONTAIN A GROUNDING CONDUCTOR.
10. MINIMUM SIZE POWER CONDUCTORS SHALL BE #12 AWG UNLESS NOTED OTHERWISE.
11. ALL TERMINAL RATINGS SHALL HAVE A MINIMUM TEMPERATURE RATING OF 75 DEG C. AS SUCH, WIRE AMPACITIES ARE CALCULATED AT 75 DEG C RATINGS. CABLES SHALL BE DE-RATED PER NEC 110.14 (C).
12. CONDUIT SIZE SHALL BE AS SPECIFIED IN THE PLANS OR DETAILS. UNDERGROUND CONDUIT SHALL BE SCH 40 PVC ENCASED IN CONCRETE WITH PVC COATED GALVANIZED RIGID STEEL BENDS, ELBOWS AND STUB-UPS. EXPOSED CONDUIT IN THE GENERATOR ENCLOSURE, VALVE VAULT, AND WET WELL SHALL BE PVC-COATED GALVANIZED RIGID STEEL.
13. EQUIPMENT AND WIRING METHODS SHALL BE RATED FOR CORROSIVE LOCATIONS. ENCLOSURES IN THE VALVE VAULT AND WET WELL SHALL BE NEMA 4X SS. EQUIPMENT IN THE GENERATOR ENCLOSURE SHALL BE NEMA 3R UNLESS NOTED OTHERWISE.
14. GROUND AND BOND ALL EQUIPMENT AND ENCLOSURES PER NEC ARTICLE 250 AND MANUFACTURER REQUIREMENTS.
15. CONTRACTOR SHALL PLAN AND INSTALL WORK IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR.
16. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, ETC. NECESSARY FOR A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WHETHER OR NOT THESE ITEMS ARE SPECIFICALLY NOTED ON THESE DRAWINGS. INCIDENTAL ITEMS NOT INDICATED ON THE
DRAWINGS, NOR MENTIONED IN SPECIFICATIONS THAT CAN BE LEGITIMATELY AND REASONABLY INFERRED TO BELONG TO THE
WORK DESCRIBED OR BE NECESSARY IN GOOD PRACTICE TO PROVIDE A COMPLETE SYSTEM, SHALL BE FURNISHED AND INSTALLED AS THOUGH ITEMIZED HERE IN EVERY DETAIL.
17. ALL TRENCHING, CONDUITS, ETC. SHALL BE ROUTED AND INSTALLED IN SUCH A MANNER THAT WILL NOT DAMAGE EXISTING FACILITIES OR UNDERGROUND UTILITIES. SHOULD DAMAGE OCCUR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR DAMAGE TO THE SATISFACTION OF THE CITY OR INSPECTOR.
18. ALL CONDUIT RUNS SHOWN ON THIS PLAN ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL MAKE SURE THAT ALL CONDUIT MEETS LOCAL AND STATE CODES.
19. WHEN CROSSING PATHWAYS OR SIDEWALKS, CONTRACTOR SHALL BORE UNDER EXISTING CONCRETE WALKS AND SAWCUT ASPHALT WALKS. ASPHALT WALKS AND CONCRETE SIDEWALKS TO BE REPLACED IN KIND.
20. CONTRACTOR SHALL GUARANTEE WORK INSTALLED UNDER THE CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP AND
MATERIALS, USUAL WEAR EXPECTED, AND SHOULD ANY SUCH DEFECTS DEVELOP WITHIN A PERIOD OF ONE YEAR ACCEPTANCE
OF THE PROJECT BY THE CITY, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO EXPENSE WHATSOEVER TO THE CITY.
21. ALL CIRCUITS SHALL BE LEGIBLY IDENTIFIED AT THE PANEL, JUNCTION BOXES AND AT ALL EQUIPMENT IN A PERMANENT MANNER (I.E. ETCHED PLATES, CONDUCTOR TAG, PERMANENT MARKER, ETC.). THE LABELING SHALL INCLUDE PANEL CIRCUIT NUMBER, "TO" AND "FROM" IDENTIFICATION, AND MARKED "SPARE" WHERE APPLICABLE.
22. CONTRACTOR SHALL TEST ELECTRICAL SYSTEM FOR SHORT CIRCUITS AND MEGGER TEST FEEDERS AND BRANCH CIRCUIT WIRING. ENSURE LOW IMPEDANCE GROUND PATH SYSTEM. PERFORM HIPOT TESTING WHEN REQUIRED BY LOCAL JURISDICTION.
23. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT CONNECTIONS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. PROVIDE
ADDITIONAL FUSED DISCONNECT SWITCHES AND CONTROLS IF OVERCURRENT PROTECTION OR CONTROLS ARE NOT INTEGRAL WITH UNITS.
24. FULL LOAD AMPS (FLA) SIZES, AS NOTED IN THESE DRAWINGS, ARE BASED ON SPECIFIED EQUIPMENT DATA. CONTRACTOR
SHALL VERIFY NAMEPLATE FLA OF EQUIPMENT SUPPLIED AND COORDINATE ACCORDINGLY PER EQUIPMENT SUPPLIER'S RECOMMENDATIONS AND CODE REQUIREMENTS.
25. CONDUITS OR RACEWAYS INSTALLED IN AREAS WHERE ELEVATION CHANGES MAY CAUSE WATER OR MOISTURE TO ENTER THE ELECTRICAL EQUIPMENT THROUGH THE CONDUIT SHALL BE SEALED IN ACCORDANCE WITH NEC 300.5 (G).
26. MATERIALS SHALL BE NEW AND OF THE BEST QUALITY WITH MANUFACTURER'S NAME PRINTED THEREON. MATERIALS SHALL BE
MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, UNDERWRITER'S LABORATORY OR OTHER APPLICABLE STANDARD (VFD RATED MTRS) AND RATED FOR HEAVY DUTY SERVICE.
27. SELECTION OF MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE DRAWINGS AND/OR SPECIFICATIONS.
28. THE SUBMITTALS SHALL BE NEATLY GROUPED AND ORGANIZED. PERTINENT INFORMATION SHALL BE HIGHLIGHTED, AND THE SPECIFIC PRODUCT SHALL BE IDENTIFIED. ALL SUBMITTALS SHALL BE COMPLETE, AND PRESENTED IN ONE PACKAGE. THE
SUBMITTAL SHALL INCLUDE A COMPLETE LIST OF THE EQUIPMENT AND MATERIALS, INCLUDING THE MANUFACTURER'S NAME,
PRODUCT SPECIFICATION, DESCRIPTIVE DATA, TECHNICAL LITERATURE, PERFORMANCE CHARTS, CATALOG CUTS, INSTALLATION INSTRUCTIONS, AND SPARE PART RECOMMENDATIONS FOR EACH DIFFERENT ITEM OF THE EQUIPMENT SPECIFIED.
29. VERIFY ALL CONDUIT FILL RATIOS, BOX FILLS, AND CONDUIT BENDS (MAX 360 DEGREES) ARE MET PER NEC REQUIREMENTS.
INSTALL PULL BOXES AND DE-RATE CABLE AMPACITY AS NECESSARY.
30. CONTRACTOR TO READ ALL THE DRAWINGS IN THIS SET TO BECOME FAMILIARIZED WITH THE FULL ELECTRICAL SCOPE, INCLUDING BUT NOT LIMITED TO THE MECHANICAL, INSTRUMENTATION AND CIVIL DRAWINGS.
31. THESE DRAWINGS AND THE PROJECT SPECIFICATIONS ARE COMPLEMENTARY. WHERE THERE IS OVERLAP, THE MORE STRINGENT REQUIREMENT WILL TAKE PRECEDENCE.
32. CONTRACTOR SHALL VERIFY ALL CIRCUITS CONTAIN LESS THAN 5% VOLTAGE DROP.
33. CONTRACTOR SHALL COORDINATE AND PERFORM WORK TO THE STANDARDS OF ALL APPLICABLE UTILITY COMPANIES, INCLUDING BUT NOT LIMITED TO UNDERGROUND ELECTRICAL LINES, GAS LINES AND WATER LINES. WHEN AN ISSUE OR DISCREPANCY ARISES, NOTIFY THE CITY AND ENGINEER IMMEDIATELY.
34. CONTRACTOR TO PROVIDE REQUIREMENTS FOR NFPA 70E, AS REQUIRED.
35. CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY DISCREPANCIES FOUND DURING INSTALLATION OR REVIEW.
36. ALL POWER AND LIGHTING CONDUITS SHALL HAVE A GROUND WIRE, BE AT LEAST #12 THHN, AND SIZED FOR PROPER AMPACITY DERATING AND CONDUIT FILL.
37. ALL 120V RECEPTACLES SHALL BE GFCI PROTECTED, EITHER WITH A GFCI RECEPTACLE OR THROUGH A GFCI CIRCUIT BREAKER.
38. EQUIPMENT AND WIRING METHODS IN THE WET WELL SHALL BE RATED FOR CLASS 1 / DIV 1 GROUP D. SEE HAZARDOUS AREA PLAN AND DETAIL INCLUDED HEREIN. ALL HAZARDOUS EQUIPMENT INSTALLATIONS SHALL BE PER NEC HAZARDOUS REQUIREMENTS. SEE SHEETS E2.2 & E2.3.
39. ELECTRICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, ELECTRICAL SERVICE EQUIPMENT AND DISTRIBUTION PANELBOARDS SHALL BE SEISMIC-CERTIFIED AND ANCHORED ACCORDING TO EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS.
SEISMIC FREE STANDING LABEL (IBC/CBC SESMIC QUALIFIED).
SCOPE OF WORK (SUMMERIZED VERSION):
1.PROVIDE ELECTRICAL WORK FOR THE UPGRADES TO THE EXISTING PUMP STATION AND NEW GENERATOR ENCLOSURE.
2.ELECTRICAL POWER EQUIPMENT SHALL CONSIST OF A SERVICE ENTRANCE SECTION (SES) METERED PEDESTAL W/ SCE CO. METER AND MAIN C.B., AUTOMATIC TRANSFER SWITCH (ATS), MANUAL
TRANSFER SWITCH WITH INTEGRAL CAMLOCK CONNECTIONS, DISTRIBUTION PANEL, VFD MOTOR
CONTROL PANELS, SUBMERSIBLE WASTEWATER PUMPS W/ TEMP/SEAL PROTECTION, STEP-DOWN 120/240V XFMR AND PANELBOARD, VENTILATION FAN, AND STANDBY DIESEL GENERATOR WITH SOUND/WEATHERPROOF ENCLOSURE.
3.ELECTRICAL CONTROL EQUIPMENT SHALL CONSIST OF A CONTROL PANEL WITH PROGRAMMABLE
LOGIC CONTROLLER (PLC) (PLC PURCHASED BY THE CITY AND INSTALLED BY THE CONTRACTOR) TO
CITY SCADA SYSTEM (ALLEN BRADLEY), MANAGED FIBER/ETHERNET SWITCH, ROUTER, OPERATOR
INTERFACE TERMINAL (OIT), EMERGENCY ALARM WITH AUTO-DIALING, DUPLEX FLOAT PUMP CONTROLLER, AND ALL APPURTENANT EQUIPMENT FOR NFPA 820 COMPLIANT DUAL LIGHT + ALARM WARNING SYSTEM.
4.INSTRUMENTATION SHALL CONSIST OF LEVEL FLOAT SWITCHES, ULTRASONIC LEVEL TRANSDUCER + TRANSMITTER, GAS SENSORS + TRANSMITTERS, PRESSURE TRANSMITTER, FLOWMETER, INTRUSION SWITCHES, MAN DOWN SWITCHES, AND GENERATOR E-STOP.
5.COMMUNICATION UTILITY FRONTIER U.G. CONDUIT & CABLES SHALL BE PROTECTED IN PLACE FOR NEW LS-CP-PLC UNITS.
OF SHEETS
DRAWING NO.
SHEETCITY OF DOWNEYREVISIONSAPPROVED BY:BENCH MARK SEAL:PLANS PREPARED BY
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
HORIZ. SCALE:
VERT. SCALE:
AS SHOWN
MP-407
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS
SINGLE LINE DIAGRAM LEGEND
9 3
EYS CONDUIT SEAL FILLED WITH
EXPLOSION PROOF COMPOUND
EYS CONDUIT SEAL FILLED WITH
NON-EXPLOSION PROOF COMPOUND
CONDUIT DESIGNATION
C-CONTROL
P-POWER
MANUAL MOTOR STARTER
120V, 20A SIMPLEX RECEPTACLE
120V, 20A SPST SWITCH
FENCE
EXPOSED CONDUIT
CONDUIT WITHIN CEILING, FLOOR, WALLS,
OR UNDERGROUND
GROUNDING ELECTRODE CONDUCTOR
120V, 20A 3-WAY SWITCH
120V, 20A 4-WAY SWITCH
120V, 20A DUPLEX RECEPTACLE
120V, 20A QUADRUPLEX RECEPTACLE
480V SIMPLEX RECEPTACLE
(NUMBER DENOTES CIRCUIT AMPS)
TELEPHONE OUTLET (RJ-11)
240V SIMPLEX RECEPTACLE
(NUMBER DENOTES CIRCUIT AMPS)
ETHERNET (10/100) OUTLET (RJ-45)
COMBINATION TELEPHONE/ETHERNET
(10/100) OUTLET (RJ-11 & RJ-45)
ABOVE GROUND JUNCTION BOX
FLOAT SWITCH
LEVEL ELEMENT
DISCONNECT SWITCH
SOLENOID VALVE
(ENERGIZED TO CLOSE)
BUTTERFLY VALVE
PUSHBUTTON CONTROL STATION
CONDUIT SEAL-OFF FITTING
LEVEL PROBES
FUSED DISCONNECT SWITCH
ENCLOSED CIRCUIT BREAKER
SOLENOID VALVE
(ENERGIZED TO OPEN)
HANDHOLE
FLOOR MOUNTED ETHERNET (10/100)
OUTLET (RJ-45)
CONDUCTIVITY SWITCH
COMBINATION MOTOR STARTER
EXISTING OVERHEAD ELECTRIC
PLUG VALVE
GATE VALVE
MOTOR STARTER
ANALYZER TRANSMITTER
ALARM BEACON
HORN
PRESSURE SWITCH
TEMPERATURE SWITCH
UNDERGROUND JUNCTION BOX
INTRUSION ALARM SWITCH
THERMOSTAT
MANHOLE
SINGLE LINE DIAGRAM AND SCHEMATIC LEGEND
RR RUN RELAY
RV REDUCED VOLTAGE
RVAT REDUCED VOLTAGE AUTO-TRANSFORMER
SSS SOLID-STATE STARTER
SR SIMPLEX RECEPTACLE
SS SELECTOR SWITCH, SOFT STARTER
SP SURGE PROTECTOR
SPD SURGE PROTECTOR DEVICE
SV SOLENOID VALVE
SWBD SWITCHBOARD
TB TERMINAL BLOCK
TR TIME DELAY RELAY
TC TIMECLOCK
TM THERMAL MAGNETIC
TS TEMPERATURE SWITCH
TSP TWISTED SHIELDED PAIR
TWP TWISTED PAIR
TYP TYPICAL
UG UNDERGROUND
V VOLTS, VOLTAGE
VM VOLTMETER
VFD VARIABLE FREQUENCY DRIVE
WP WEATHERPROOF
TR,XFMR TRANSFORMER
XP EXPLOSION PROOF
A, AMP AMPERES
AM AMMETER
AC ALTERNATING CURRENT
AIC AMPS INTERRUPTING CAPACITY
BAT BATTERY BC BATTERY CHARGER
C COMMON
CB CIRCUIT BREAKER
CNTL CONTROL
CPT CONTROL POWER TRANSFORMER
CP CONTROL PANEL
CR CONTROL RELAY, CORROSION RESISTANT
CT CURRENT TRANSFORMER
DC DIRECT CURRENT
DR DUPLEX RECEPTACLE
(E)EXISTING
EC EDGE CONNECTOR
EF EXHAUST FAN
ETM ELAPSED TIME METER
F FUSE
FB FUSE BLOCK
(F)FUTURE
FLTR FILTER
FS FLOAT SWITCH
FVNR FULL VOLTAGE NON REVERSING
FVR FULL VOLTAGE REVERSING
G, GND GROUND
GFCI GROUND FAULT CIRCUIT INTERRUPTER
HPS HIGH PRESSURE SODIUM
HS HAND SWITCH
ICP INSTRUMENTATION CONTROL PANEL
ISR INTRINSICALLY SAFE RELAY
I, IND INDICATOR
INST INSTANTANEOUS
KV KILOVOLT
KVA KILOVOLT AMPERES
KW KILOWATT
LED LIGHT EMITTING DIODE
LCD LIQUID CRYSTAL DISPLAY
LA LIGHTNING ARRESTER
LCP LOCAL CONTROL PANEL
LPU LIGHTNING PROTECTION UNIT
LOS LOCK OUT STOP
LR LATCH RELAY
LS LOAD SPLITTER
MA MILLIAMPERES
MB MAIN BREAKER
MCC MOTOR CONTROL CENTER
MCP MOTOR CIRCUIT PROTECTOR
MOT MOTOR OVERTEMPERATURE
MMS MOTOR MOISTURE SENSOR
MS MOTOR STARTER
N NEUTRAL
NA NON AUTOMATIC
(N)NEW
N.I.C.NOT IN CONTRACT
NP NAMEPLATE
OT OVERTEMPERATURE
O/L OVERLOAD DEVICE
PB PUSHBUTTON
PCB PRINTED CIRCUIT BOARD
PC PROGRAMMABLE CONTROLLER
PLC PROGRAMMABLE LOGIC CONTROLLER
PL-1 PILOT LIGHT 1
PFR PHASE/POWER FAIL RELAY
PNL PANEL
POT POTENTIOMETER
PPM POWER PHASE MONITOR
PR PAIR CABLE
PS PRESSURE SWITCH
PT POTENTIAL TRANSFORMER
PTT PUSH TO TEST
PVC POLYVINYL CHLORIDE
PWR POWER
ABBREVIATION LIST
LEVEL TRANSPONDER
PHOTOCELL
FIELD WIRING
PANEL WIRING
COMMUNICATIONS WIRING
H
PUSH-TO-TEST PILOT LIGHT
(LETTER DENOTES COLOR)
PILOT LIGHT
(LETTER DENOTES COLOR)
CONTROL RELAY
PRESSURE SWITCH (N.O.)
CLOSES ON RISING LEVEL
PRESSURE SWITCH (N.C.)
OPENS ON RISING LEVEL
FLOAT SWITCH (N.C.)
OPENS ON RISING LEVEL
FLOAT SWITCH (N.O.)
CLOSES ON RISING LEVEL
LIMIT SWITCH (N.C.)
LIMIT SWITCH (N.O.)
TEMPERATURE SWITCH (N.C.)
OPENS ON RISING LEVEL
TEMPERATURE SWITCH (N.O.)
CLOSES ON RISING LEVEL
LIMIT SWITCH (N.C.)
LIMIT SWITCH (N.O.)
FLOW SWITCH (N.C.)
OPENS ON RISING LEVEL
FLOW SWITCH (N.O.)
CLOSES ON RISING LEVEL
CABLE (MULTICONDUTOR SHIELDED)
CONTACT (N.O.)
CONTACT (N.C.)
PUSHBUTTON (N.O.)
MOMENTARY CLOSE
PUSHBUTTON (N.C.)
MOMENTARY OPEN
2-POSITION
SELECTOR SWITCH
3-POSITION
SELECTOR SWITCH (HAND-OFF-AUTO)
LOCKOUT STOP PUSHBUTTON
DISCONNECT SWITCH (N.C.)
DISCONNECT SWITCH (N.O.)
EARTH GROUND CONNECTION
GROUND ROD AND WELL
OVERLOAD (ELECTRONIC TYPE)
THERMAL OVERLOAD (BI-METALLIC)
FUSE BLOCK
NEUTRAL BUS
TERMINAL BLOCK
FIELD TERMINATION
MAIN LUG ONLY
POWER DISTRIBUTION BLOCK
HEATER
MOTOR STARTER
CONTACTOR COIL
GROUND BUS
COIL/INDUCTOR
POWER TRANSFORMER
BUZZER
HORN
PUSH-PULL EMERGENCY STOP
PUSHBUTTON
ELAPSED TIME METER
METER & CURRENT TRANSFORMER
WATT HOUR METER AND SOCKET
PHASE FAILURE RELAY
TIME DELAY RELAY
LATCHING RELAY
CONTROL RELAY
INTERNAL CONTACT (N.O.)
SOLENOID
RESISTOR
DIODE
METAL OXIDE VARISTOR
INDICATING FUSE HOLDER
AMPERE SIZE SHOWN
LIGHTNING ARRESTER
DRAWING REFERENCE
LOCATION SYMBOL
SHEET NOTE TAG
EDGE CONNECTOR
INSTRUMENTATION
I/O POINT REFERENCE PLC,
I/O RACK, OR ENUNCIATOR PANEL
EQUIPMENT TAG REFERENCE
INTERNAL CONTACT (N.C.)
EDGE CONNECTORS
INTRINSICALLY SAFE RELAY
CAPACITOR
BATTERY
PHOTOCELL AND TIME CLOCK
CONDUIT BEND UP
CONDUIT BEND DOWN
CONDUIT STUB-UP AND CAP
EXISTING EXPOSED CONDUIT
EXIST. CONDUIT WITHIN CEILING, FLOOR,
WALLS, OR UNDERGROUND
3P, 480V MOLDED CASE CIRCUIT BREAKER WITH
THERMAL MAG TRIP, UNO
CIRCUIT BREAKER WITH DOOR OPERATED HANDLE,
3P, 480V, THERM MAG TRIP, UNO
ACTIVE HARMONIC FILTER
INV
NEU
GND
PLAN LEGEND
FUSED DISCONNECT SWITCH
SPLICE CONNECTION
TIMING RELAY, (N.O.T.C.)
CONTACT TIME
TO CLOSE (ON DELAY TIMER)
TIMING RELAY, (N.C.T.O.)
CONTACT TIME
TO OPEN (ON DELAY TIMER)
TIMING RELAY, (N.O.T.O.)
CONTACT TIME
TO OPEN (OFF DELAY TIMER)
TIMING RELAY, (N.C.T.C.)
CONTACT TIME
TO CLOSE (OFF DELAY TIMER)
OF SHEETS
DRAWING NO.
SHEETCITY OF DOWNEYREVISIONSAPPROVED BY:BENCH MARK SEAL:PLANS PREPARED BY
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
HORIZ. SCALE:
VERT. SCALE:
AS SHOWN
MP-407
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS
PUMP CONTROL DIAGRAM
9 4
SINGLE LINE PUMP CONTROL DIAGRAM
PARTIAL SCHEMATIC
GENERAL NOTES:
1.NOT ALL EQUIPMENT AND WIRING ARE SHOWN ON THIS DIAGRAM. REFERENCE
DRAWINGS IN THE ELECTRICAL SET AND ENTIRE PROJECT TO COMPLETELY UNDERSTAND THE SCOPE OF ELECTRICAL WORK. (REFER TO PLANS & SPECIFICATIONS).
2.DRAWINGS ARE DIAGRAMMATIC AND DO NOT REFLECT ACTUAL ROUTING.
CONTRACTOR SHALL INSTALL PULLPOINTS WHERE REQUIRED FOR PULLING TENSION AND MAINTAINING LESS THEN (4) 90 DEGREE BENDS. (REFER TO PLANS FOR ELECTRICAL EQUIPMENT LOCATION).
3.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ENGINEER AND THE CITY OF ANY DISCREPANCIES FOUND.
4.ALL EQUIPMENT AND WIRING METHODS SHALL BE RATED FOR CORROSIVE LOCATIONS. EXPOSED CONDUIT SHALL BE PVC COATED RIGID GALVANIZED STEEL. EQUIPMENT IN THE VALVE VAULT/WET WELL SHALL BE NEMA 4X SS CORROSION RESISTANT U.N.O. EQUIPMENT IN THE GENERATOR ENCLOSURE SHALL BE NEMA 3R U.N.O.
5.CONTRACTOR SHALL PERFORM SAFE WORK IN ACCORDANCE WITH CAL/OSHA AND NFPA 70E STANDARDS.
6.FIBER OPTIC WIRING METHODS SHALL BE IN ACCORDANCE WITH NEC 770. FIBER
UTILITY COMPANY SHALL INSTALL EQUIPMENT IN VAULT FOR THE CITY FIBER/DSL MODEM STANDARDS.
7.WHEN REQUIRED CONTRACTOR SHALL PROVIDE STRUCTURAL DESIGN
CALCULATIONS FOR MOUNTING AND ANCHORING OF FABRICATED ASSEMBLIES
AND SUPPORT STRUCTURES, SIGNED AND SEALED BY A REGISTERED
PROFESSIONAL ENGINEER (CIVIL/STRUCTURAL) CURRENTLY LICENSED IN THE SAME STATE AS THE FINAL INSTALLATION. CALCULATIONS SHALL INCLUDE SEISMIC CONSIDERATIONS FOR THE LOCATION OF INSTALLATION.
8.ALL ELECTRICAL EQUIPMENT SHALL HAVE ARC-FLASH HAZARD WARNING LABELS IN ACCORDANCE WITH NEC 110.16.
X3 X2 X1
H1 H2 H3 H4
120V 24V
CCT
230V: 120-24V
150VA
FU1
1A
FU2
1AL1L2L3240V / 3Ø / 60Hz
L1L2L3PDB
175A
ISR1
CH1
12 11
ISR1
CH2
22 21
ISR2
CH1
12 11
ISR2
CH2
22 21
CR7
9 5
CR7
12 4
CR8
9 5
CR8
12 4
TS1
X3 41
TS2
X3 42
R PUMP 1 OVER-TEMPX1X2
R PUMP 2 OVER-TEMPX1X2
CR7
A1 A2
CR8
A1 A2
2 THESE CONTACTS ARE SHOWN WITH THE
PUMP 2
M2
A1 A2
G RUNNINGX1X2
PUMP 1
M1
A1 A2
PUMP 1
HANDOFFAUTO
23 24
13 14
G RUNNINGX1X2
M1
13 14
M2
13 14
PUMP 2
HANDOFFAUTO
23 24
13 14
STARTER DISCONNECT IN THE OFF POSITION
HIGH LEVEL ALARM
CR5
A1 A2
SFR1
11 14
CR1
9 5
R PUMP 1 MOISTUREX1X2
CR1
A1 A2
SFR2
11 14
CR2
9 5 R PUMP 2 MOISTUREX1X2
CR2
A1 A2
RESET
11 12
21 22L1L2L3T1T2T3MAIN
200A
L1L2L3T1T2T3L3T3L2T1T2L1MTR
CB2 M2
PUMP 2
20 HP / 54 FLAL1L2L3T1T2T3L3T3L2T1T2L1MTR
CB1 M1
PUMP 1
20 HP / 54 FLA
HIGH LEVEL ALARM
CR5
9 5
57 58
TOTAL FLA: 108.65A
ELAPSED TIME METER
ELAPSED TIME METERL3T1T2T3L1L2O/L1
L3T1T2T3L1L2O/L1
HAZARDOUS LOCATION CLASS 1, GROUPS A, B, C, OR D.
SWITCH CONTACT - SEE NOTE 3
ISR WIRING - SEE NOTE 2
#41 #42 #52
#31
(120VAC)
#51
ISR1
5202B
#33
#41 #42 #52
#31
(120VAC)
#51
ISR2
5202B
#33
PUMPS
STOP
LEAD
START
START
LAG
HIGH
LEVEL
CH 1 CH 2 CH 1 CH 2
NOTE:
1. ALL INTRINSICALLY SAFE WIRING SHOULD BE
INSTALLED IN ACCORDANCE WITH NEC NFPA 70
ARTICLE 504 AND ISA RP 12.6.
2. INTRINSICALLY SAFE WIRING CONNECTING TO
THE RELAY MUST BE KEPT SEPARATE FROM
NON-INTRINSICALLY SAFE WIRING BY MEANS OF
WIRING TIE DOWN DEVICES TO INSURE NO
CONTACT. FOR CONNECTION ONLY TO PURELY
RESISTIVE NON-ENERGY STORING DEVICES.
3. INTRINSICALLY SAFE CONNECTIONS MUST NOT
BE MADE TO ANY ENERGY GENERATING DEVICE OR
DEVICE MOUNTED INSIDE A TANK SUBJECTED TO
PRESSURES GREATER THAN 15 PSI WITHOUT
SPECIFIC APPROVAL.
4. MAXIMUM DISTANCE BETWEEN THE INPUT OF
THE RELAY AND THE SWITCH IS 1000 FEET. CABLE
CAPACITANCE PLUS INTRINSICALLY SAFE
EQUIPMENT CAPACITANCE MUST BE LESS THAN
THE MARKED CAPACITANCE (Ca) SHOWN ON ANY
BARRIER USED, THE SAME APPLIES FOR
INDUCTANCE. WE RECOMMEND THE USE OF 14
AWG TYPE THHN WIRE WITHOUT SPLICES. IN NO
CASE SHOULD THE CAPACITANCE OR INDUCTANCE
EXCEED THE SPECIFIED LIMITS. IF THE
CHARACTERISTICS OF YOUR WIRE ARE UNKNOWN
THE FOLLOWING VALUES MAY BE USED.
CAPACITANCE: 60 pf/ft
1 2 3 4 5 6 7 8
L
I1
Q4
1 2
Q2
1 2
Q1
1 2
Q3
1 2
I2
I3
I4
I5
I6
ZELIO
SR2D101FU
N
A1 A2 A1 A2
MIN MAX MIN MAX
MOISTURE
PROBES
MOISTURE
PROBES
Pump 1 Pump 2
SFR1 SFR2
51 52 53 54
O/L1
95 96
O/L1
95 96
CB2
1 4
CB1
1 4
EXISTING SCE
DISTRIBUTION PANEL "H"
OF SHEETS
DRAWING NO.
SHEETCITY OF DOWNEYREVISIONSAPPROVED BY:BENCH MARK SEAL:PLANS PREPARED BY
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
HORIZ. SCALE:
VERT. SCALE:
AS SHOWN
MP-407
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS 9
5 ELECTRICAL SITE UTILITIES PLAN
N/A
ELECTRICAL CONSTRUCTION NOTES:
NO.DESCRIPTION
1 METERED PEDESTAL PARAMOUNT "A", 240V, 200A MAIN C.B., 3 PH- 4 W, NEMA 3R, 30 KAIC, W/SERVICE 120V GFCI DUPLEX 20A HD TYPE- EATON CMP4411MCH-1, 20" W x 17.5" D x 54" H.
2 3
DISTRIBUTION PANEL "H", 240V, 200A MAIN BREAKER, 3PH-3W, 30 KAIC, NEMA 12, WALL-MOUNTED FROM EATON, SQUARE-D OR APPROVED EQUAL.
4 THE LIFT STATION CONTROL PANEL "LS-CP" PLC PANEL, U.L. 508A LISTED, STAINLESS STEEL, HEAVY DUTY, FREESTANDING, NEMA 4X. THE CONTRACTOR TO INSTALL THE PLC.
5 PANELBOARD "L", 120/240V, 1 PHASE, 3 WIRE, 22 KAIC, 24 CIRCUITS, 100 AMP FRAME, 70 AMP MAIN BREAKER, NEMA 12, WALL-MOUNTED.
EATON, SQ-D OR APPROVED EQUAL
SEE CONDUIT SCHEDULE, PLAN LAYOUTS, AND PANEL LOAD FOR ADDITIONAL CIRCUITS NOT SHOWN ON THIS DIAGRAM . 6 CONNECT TO EXISTING GROUND AND BOND EQUIPMENT PER NEC 7 PULL BOX POWER "PB-P101", U.G. TAMPER PROOF HARDWARE - CONCRETE BOX. PROVIDE W/ CONDUIT SEALS & SEALING COMPOUND. 8 MANUAL TRANSFER SWITCH "MTS", HEAVY DUTY, 240V, 200A, 3PH-3W, 30 KAIC, W/ AUX. MONITORING CONTACTS, NEMA 3R, PAD MOUNTED, W/ INTEGRAL QUICK CONNECTS, TYPE ASCO 300 FRAME J OR APPROVED EQUAL. 9 CAMLOCK CONNECTION FITTINGS FOR PORTABLE POWER SOURCE (LOCKABLE). THE CONTRACTOR TO PROVIDE 50FT CAM LOCK EXTENSION CABLE PROTECTED INSIDE THE MTS CABINET.
10 INSTALL SURGE PROTECTIVE DEVICE AND SIZE SPD FEEDER PER MANUFACTURER SPECIFICATION, MINIMUM 200 KA PER PHASE.PARAMOUNT BLVDSANTA ANA FREEWAY
ELECTRICAL SITE UTILITIES
1"=20'
PUMP CONTROL PANEL DETAIL
(SEE PUMP CONTROL DIAGRAM
FOR MORE INFORMATION)
S
wp
NOTES:
1.SES/METER TYPE EATON CMP4411MCH-1 OR APPROVED EQUAL.
2.PROVIDE CONCRETE EQUIPMENT PAD SEISMIC FREE STANDING LABEL (IBC/CBC SEISMIC QUALIFIED) PER SCE UTILITY STANDARD REFER TO SHEET E0.0 NOTE 40.
SES / METER ELEVATION
SITE ADDRESS:
PARAMOUNT -A
UTILITY METER & TEST
BLOCK SECTION
CUSTOMER
DISTRIBUTION SECTION
(PADLOCK PROVISION)
UTILITY
TERMINATION SECTION
(PADLOCK & SEALING
PROVISIONS)
20"54"17.5"
FRONT VIEW BACK VIEW SIDE VIEW
NTS
OF SHEETS
DRAWING NO.
SHEETCITY OF DOWNEYREVISIONSAPPROVED BY:BENCH MARK SEAL:PLANS PREPARED BY
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
HORIZ. SCALE:
VERT. SCALE:
AS SHOWN
MP-407
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS 9
6 SECTION DETAILS
N/A
WALL-MOUNTED LIGHT FIXTURE, LED LAMP 16W-A21-27 GE12349, WHITE, CLASS I/DIV II RATED AND EQUIPPED WITH OCCUPANCY SENSOR.
MFR: LARSON ELECTRONICS, PN HAL-CRNM-NLA. APPROVED FOR CLASS I/DIV.II.
120V, 20A GFCI DUPLEX TAMPER-WEATHER RESISTANT RECEPTACLE WITH METALLIC WEATHERPROOF WHILE IN USE COVER, EXTRA DUTY. APPROVED FOR CLASS I/DIV.II.
HASH MARKS INDICATING NUMBER OF #12 CURRENT CARRYING
CONDUCTORS. GROUND CONDUCTOR(S) NOT SHOWN FOR CLARITY, ALL CONDUITS SHALL HAVE A MINIMUM #12 GROUND AND SIZED PER CODE REQUIREMENTS. APPROVED FOR CLASS I/DIV. II.
120V, 20A GFCI QUAD TAMPER-WEATHER RESISTANT RECEPTACLE.
NEMA 4X COVER, APPROVED FOR AREA CLASS. APPROVED FOR
CLASS I/DIV. II.
THERMOSTAT (WIRE TO AC UNIT PER MF'R REQUIREMENTS) APPROVED FOR CLASS I/CLASS II.
120 VAC WALL-MOUNTED LIGHT SWITCH @ 42" AFF. APPROVED FOR CLASS I/DIV. II.S
120 VAC WALL-MOUNTED LIGHT SWITCH @ 42" AFF, WEATHERPROOF.
APPROVED FOR CLASS I/DIV. II.
S
STANDBY LIGHT, 1.1W, MFR: LARSON ELECTRONIC, PN EXP-1L-LE6-1XRH, (OR APPROVED EQUAL). POWER FROM AHEAD OF LOCAL LIGHT SWITCH POWER CIRCUIT. WALL MOUNTED NEAR CEILING OF VAULT. APPROVED FOR CLASS I/DIV. II. LIGHTS MUST BE EQUIPPED WITH OCCUPANCY SENSOR. wp
wp
T
L-#
L-#
wp
INDICATES CIRCUIT NUMBER
LEGEND:
NOTES:
1.CONDUITS ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL ROUTE ALL CONDUIT ALONG CONCRETE WALLS, CONTRACTOR SHALL VERIFY IN FIELD.
2.CONTRACTOR SHALL VERIFY ELECTRICAL U.G. CONDUIT ROUTING AND DEPTH, PRIOR TO INSTALLATION.
3.MOUNT AND WIRE ALL EQUIPMENT PER MANUFACTURER REQUIREMENTS.
4.LABEL CONDUITS PER DETAIL 'D' ON E6.0.
5.REFER TO SPECS FOR AREA CLASSIFICATION.
6.CONDUCTORS FOR HOME RUN CIRCUITS FOR LIGHTING AND RECEPTACLES SHALL BE #10 AWG MINIMUM SIZE, UNLESS NOTED OTHERWISE.
7.RECEPTACLE OUTLETS SHALL BE CLEARLY LABELED WITH THE CIRCUIT PROVIDING POWER.
LABEL SHALL BE SUITED FOR ENVIRONMENT RECEPTACLE IS LOCATED IN.
8.LIGHTING AND RECEPTACLE WIRING SHALL BE WITHIN CONDUITS (PVC COATED RGS FOR OUTDOOR & EXPOSED CONDUIT).
9.ALL CONDUITS SHALL CONTAIN A PROPERLY SIZED GROUND CONDUCTOR. DE-RATE CONDUCTORS PER NEC 310.15(C)(1).
L-1
L-2
A-A
A-A
B-B B-B
SECTION A-A SECTION B-B
ELECTRICAL CONSTRUCTION NOTES:
NO.DESCRIPTION
1 METERED PEDESTAL PARAMOUNT "A", 240V, 200A MAIN C.B., 3 PH- 4 W, NEMA 3R, 30 KAIC, W/SERVICE 120V GFCI DUPLEX 20A HD TYPE- EATON CMP4411MCH-1, 20" W x 17.5" D x 54" H.
2 3
DISTRIBUTION PANEL "H", 240V, 200A MAIN BREAKER, 3PH-3W, 30 KAIC, NEMA 12, WALL-MOUNTED FROM EATON, SQUARE-D OR APPROVED EQUAL.
4 THE LIFT STATION CONTROL PANEL "LS-CP" PLC PANEL, U.L. 508A LISTED, STAINLESS STEEL, HEAVY DUTY, FREESTANDING, NEMA 4X. THE CONTRACTOR TO INSTALL THE PLC.
5 PANELBOARD "L", 120/240V, 1 PHASE, 3 WIRE, 22 KAIC, 24 CIRCUITS, 100 AMP FRAME, 70 AMP MAIN BREAKER, NEMA 12, WALL-MOUNTED.
EATON, SQ-D OR APPROVED EQUAL
SEE CONDUIT SCHEDULE, PLAN LAYOUTS, WIRE SCHEDULE FOR ADDITIONAL CIRCUITS NOT SHOWN ON THIS DIAGRAM . 6 GROUND AND BOND EQUIPMENT OR ENCLOSURE PER NEC
7 PULL BOX POWER "PB-P101", U.G. TAMPER PROOF HARDWARE - CONCRETE BOX. PROVIDE W/ CONDUIT SEALS & SEALING COMPOUND. 8 MANUAL TRANSFER SWITCH "MTS", HEAVY DUTY, 240V, 200A, 3PH-3W, 30 KAIC, W/ AUX. MONITORING CONTACTS, NEMA 3R, PAD MOUNTED, W/ INTEGRAL QUICK CONNECTS, TYPE ASCO 300 FRAME J OR APPROVED EQUAL. 9 CAMLOCK CONNECTION FITTINGS FOR PORTABLE POWER SOURCE (LOCKABLE). THE CONTRACTOR TO PROVIDE 50FT CAM LOCK EXTENSION CABLE PROTECTED INSIDE THE MTS CABINET.
10 INSTALL SURGE PROTECTIVE DEVICE AND SIZE SPD FEEDER PER MANUFACTURER SPECIFICATION, MINIMUM 200 KA PER PHASE. 2 8
3 LIFT STATION PLAN VIEW
4 3
2 4
8 8
5 5
5 5
5 5
5 5
5 5
5 5 5
POWER CONDUIT WIRE SCHEDULE
CONDUIT WIRE*
FROM TO REMARKS
NO.SIZE POWER GROUND
PUTIL TBD TBD TBD UTILITY POLE TRANSFORMERS SES/METER MAIN C.B.PER UTILITY COMPANY P001 1.25"3 - #2 1 - #6 SES/METER MAIN C.B.
P002 1.25"3 - #2 1 - #6
MTS (MTS WITH CAMLOCKS)
MTS DISTRIBUTION PANEL "H"
P101 0.75"3 - #10 1 - #10 DISTRIBUTION PANEL "H" MCP - WELL PUMP #1 (PMP-01001) P101B 2"FACT. CBL.WELL PUMP #1 (PMP-01001)
P102 0.75"3 - #10 1 - #10 DISTRIBUTION PANEL "H" MCP - WELL PUMP #2 (PMP-01002) P102B 2"FACT. CBL.WELL PUMP #2 (PMP-01002)
P200 0.75"4 - #10 2 - #10 PANEL 'L'MCP PANEL
P203 0.75"2 - #10 1 - #10 PANEL 'L'DEDICATED RECEPTACLE - SUMP PUMP (PMP-01103) P203A 0.75"2 - #10 1 - #10 PANEL 'L'DEDICATED RECEPTACLE - SUMP PUMP (PMP-01104) P204 0.75"2 - #10 1 - #10 PANEL 'L'VALVE VAULT RECEPTACLE P205 0.75"2 - #10 1 - #10 PANEL 'L'VALVE VAULT LIGHT SWITCH P206 0.75"2 - #10 1 - #10 PANEL 'L'SES/METER WP RECEPTACLE P207 0.75"2 - #10 1 - #10 PANEL 'L'BLOWER/EXHAUST FAN (EXH-01181) P208 0.75"2 - #10 1 - #10 PANEL 'L'(FUTURE STUB-OUT & CAPPED) P209 0.75"2 - #10 1 - #10 PANEL 'L'SITE WP RECEPTACLE
MCP - WELL PUMP #1 (PMP-01001)
MCP - WELL PUMP #2 (PMP-01002)
P102C 0.75"2 - #8 1 - #10 DISTRIBUTION PANEL "H"PANEL 'L'
OF SHEETS
DRAWING NO.
SHEETCITY OF DOWNEYREVISIONSAPPROVED BY:BENCH MARK SEAL:PLANS PREPARED BY
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
HORIZ. SCALE:
VERT. SCALE:
AS SHOWN
MP-407
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS 9
7 POWER CONDUIT SCHEDULE
N/A
GROUND ROD INSTALLATION DETAIL NTS B
WELD BY
EXOTHERMIC
PROCESS
#2/0 CU GROUND
CABLE
1 SERVIT POST CONNECTOR, 2/C, 1/2"-13 LONG STUD,
#2-#2/0 W/ NUT & LOCKWASHER, BURNDY#K2C25B1 1
BILL OF MATERIALS
NO.DESCRIPTION QTY
3/16"
1 2
GROUND CLIP, MILD STEEL, 5" x 3" x 1/4"
FIELD FABRICATE - SEE DET-A 1
DET-A
GND CLIP
STEEL COLUMN
(FIREPROOFED)
STEEL COLUMN OR
EQUIP. SKID
DRILL & TAP HOLD FOR
12"-13 BOLT
EQ. GND. TAP (#2
INSUL. CU) TO GND
SYSTEM
EQ. GND. TAP (#2
INSUL. CU) TO GND
SYSTEM 6"6"BREAK EDGES
AT CORNERS
DRILL HOLE FOR
1/2"-13 BOLT
112"
1 OR OR
SELECT GROUND CONNECTOR
BASED ON RE-BAR SIZE
1 PROVIDE 1" PVC
SCH 80 SLEEVE
2 3
GROUNDING ELECTRODE
CONDUCTOR (#2 MIN)
NEC 250.50 (A) (3)
20'-0"
MIN.2"MIN.CONCRETE
FOUNDATION
REBAR
FLOW METER GROUNDING DETAIL NTS C
GROUNDING CONNECTION - EQUIP/STEEL COLUMN DETAIL NTS F
GROUND BOND TO REBAR DETAIL
NTS E
NTS G
GROUND RING CONNECTION DETAIL
CONCRETE GROUND ROD INSPECTION DETAIL
NTS H
LEAVE SUFFICIENT SLACK IN CABLE FOR GATE SWING.
NOTES:
1. BILL OF MATERIALS
NO.DESCRIPTION QTY
2 GROUND CONNECTOR, 1/C, (2.5-3.5", #4-#4/0)
BURNDY #GAR3904 OR EQUAL 1
1 GROUND CONNECTOR, 1/C (1.25-2", #4-#4/0)
BURNDY #GAR3903 OR EQUAL 1
3 GROUND CONNECTOR, 1/C, (6", #4-#4/0)
BURNDY #GAR3906 OR EQUAL 1
OR OR
SELECT GND CONN
BASED ON POLE SIZE
1 2 3
GATE FRAME
POST
1 NOTE 1
FINISHED
GRADE
1" PVC SCH-80EQ. GND. TAP (#2 INSUL. CU)PROTECT CABLE AS REQ'DTO GND SYSTEM
CONDUIT LABELING DETAIL NTS D GROUND TO FENCE DETAIL
NTS A
NTS J
NOTE:
GROUND LUG SHALL BE BOLTED TO THE ANCHOR WITH A SECOND NUT AND LOCKWASHER. WHEN THE ANCHOR BOLT IS TOO LARGE FOR THE GROUND LUG A STEEL PLATE SHALL BE PROVIDED. DRILLED FOR ANCHOR BOLT CLEARANCE AND INSTALLED AS SHOWN WITH GROUND CONNECTOR BOLTED TO THE STEEL PLATE WITH 1/2" SILICONE BRONZE BOLT NUT AND FLAT WASHER.
EQUIPMENT GROUNDING DETAIL
BILL OF MATERIALS
NO.DESCRIPTION QTY
2 #5 OR #6 RE-BAR, 5/8" or 3/4" DIA. -
USE GND. CONN. BURNDY #GAR6426 OR EQUAL 1
1 #4 RE-BAR, 1/2" DIA. -
USE GND. CONN. BURNDY #GAR1126 OR EQUAL 1
3 #7 OR #8 RE-BAR, 7/8" or 1" DIA. -
USE GND. CONN. BURNDY #GAR1426 OR EQUAL 1
NOTE:
11 1/8"
13 13/16"
11 3/16"
10 3/8"
1 1/8"
12"
BODY
30"
CAST IRON
COVER
COVER TO BE MARKED
"GROUNDING ELECTRODE"
CONCRETE GROUND ROD
BOX, CHRISTY G05 OR
APPROVED EQUAL
GROUND ROD/ELECTRODE
CONNECTOR. CADWELD OR
APPROVED EQUAL
GRAVEL BASE 18" THICK
COPPER GROUNDING
ELECTRODE CONDUCTOR
SHALL BE MINIMUM #2/0
3/4" x 10' COPPER
GROUND ROD
2 GROUND ROD CONNECTOR (5/8"-3/4", 2/0 SOL-250)
BURNDY #GAR6429 OR EQUAL.1
1 GROUND ROD, 3/4" DIA. x 10', COPPER-CLAD STEEL 1
BILL OF MATERIALS
NO.DESCRIPTION QTY
3 GROUND ROD CONNECTOR (5/8"-3/4", #4 SOL-2/0)
BURNDY #GAR6426 OR EQUAL.1
4 GROUND CABLE CONNECTOR (#2/0-250 TO #4-#2/0)
BURNDY #GX2926 OR EQUAL.130"MIN.4
EQ. GND. TAP
(#2 INSUL. CU)
ALTERNATIVE TAP CONNS.
MAIN GND. LOOP
(#2/0 BARE CU)1
2 3
SECURE TAGS TO CONDUIT
WP CORD GRIP ON EACH
END OF CABLE (TYP)
OUTDOOR TRAY RATED
CABLE (TYP)
GROUND STRAP & RINGS
MANUFACTURER REQMNTS
JUNCTION BOX (TYP)
GRS PVC RISER (TYP)
GRS PVC FACTORY ELBOW
AND RISER (TYP)
CONDUITS PER SCHEDULE
FLOW INDICATING TRANSMITTER
(FIT) (IF SHOWN ON P&ID) W/
SUNSHIELD PER H/E036
FLOWMETER (FE)
GROUND FLOWMETER BODY TO
ADJACENT PIPE (TYP)
NOTE 1 THIS DETAIL
1" GROUT BASE (TYP)
STAINLESS STEEL ANCHOR BOLTS
6" CONCRETE PAD WITH TOP 2"
ABOVE GRADE
STAINLESS STEEL SUPPORT WITH TWO HOLE BASE ON EACH SIDE AND HEIGHT OF HORIZONTAL UNISTRUT SUPPORT SHALL BE 12" MINIMUM.
1. DRILL FOR 1/2" DIA. SILICON
BRONZE BOLT
GROUND LUG
GROUNDING CABLE (SIZE
AS SHOWN ON PLANS)
1/4"X2"X3" STELL PLATE ROUNDED CORNERS. DRILL FOR
EQUIPMENT MOUNTING ANCHOR BOLT CLEARENCE
GROUND CONNECTION TO ANCHOR BOLTS
LARGER THAN 1/2" DIAMETER
EXTRA NUT
LOCKWASHER
EQUIPMENT BASE
EQUIPMENT FOUNDATION
ALMETEK TYPE EZ-V TAG TILES(BLACK ON YELLOW)
ALMETEK TYPE EZ-V TAG TILES
(BLACK ON YELLOW)
SECURE TAGS TO CONDUIT
WITH BLACK NYLON CABLE TIES
ALMETEK TYPE TH
TAG HOLDER
SECURE TAGS TO CONDUIT
CONDUIT
CONDUIT
SECURE TAGS TO CONDUIT
WITH BLACK NYLON CABLE TIES
ALMETEK TYPE TH
TAG HOLDER
2 OF SHEETS
DRAWING NO.
SHEETCITY OF DOWNEYREVISIONSAPPROVED BY:BENCH MARK SEAL:PLANS PREPARED BY
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
HORIZ. SCALE:
VERT. SCALE:
AS SHOWN
MP-407
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS 9
8 CONSTRUCTION NOTES AND DETAILS
N/A
TYPICAL EQUIPMENT PAD DETAIL B C
SUMP PUMP WIRING DIAGRAM E
TYPICAL CONDUIT TRENCH DETAIL NTS A
PULL BOX DETAIL
SECTION THROUGH EQUIPMENT DEPTH
ELECTRICAL
EQUIPMENT
NOTES:
1.EQUIPMENT BASE TOP SHALL BE LEVEL.
2.PRIOR TO EQUIPMENT BASE INSTALLATION, COMPACT
SOIL UNDER AND 6" BEYOND THE BASE TO 95%
RELATIVE COMPACTION.3"MIN3"MIN2'-0"6" MIN
(TYP.)
4" MIN
(TYP.)
#4 @12" ON CENTER
#4 @12" ON CENTER
TOP AND BOTTOM
1" CHAMFER
ALONG EDGE
ANCHOR BOLT
AS REQUIRED BY
EQUIPMENT
MANUFACTURER (TYP.)
FINISHED
GRADE
NTS NTS
NTS
INSTALL PLUG ON PUMP
CABLE TO MATCH
RECEPTACLE (TYP)
CABLE FURNISHED
WITH PUMP
CABLE FURNISHED WITH PUMP
120VAC, 15 AMP, CLASS 1,
DIVISION 2 RATED DOUBLE
GANG, PLUG AND RECEPTACLE
(KILLARK ACCEPTOR SERIES)
REFER TO MECHANICAL SHEETS
SUMP DUAL TYPE
SUMP PUMP PUMP & MOTOR
FLOAT SWITCH
UNDERGROUND PULL BOX INSTALLATION DETAIL NTS D 36" (MIN)NATIVE BACKFILL 90% COMPACTION (MIN)
1 1 FILL EYS WITH "CHICO" OR EQUAL CONDUIT COMPOUND
AFTER INSPECTION AND TESTING IS COMPLETED
NOTES:
CALTRANS BOX SIZE
PER SITE PLANS GRADE
CONDUIT ENTRY (TYP)
BACKFILL PER
U.G. CONDUIT DETAIL
FACTORY CABLE TO PUMPS
CONDUIT PER SCHEDULE
3/4" CRUSHED ROCK
18" DEPTH (MIN)
PROVIDE TRAFFIC RATED STEEL LID, H20 RATED,
LABEL COVER PLATE "ELECTRICAL".
ADD EXTENSION RINGS AS
NECESSARY TO BRING
LID FLUSH TO GRADE
GROUT SEAMS AND AROUND
CONDUIT WITH NON-SHRINK GROUT
TO WELL
TO MCC
EYS SEAL, HORIZONTAL
WITH COMPOUND
TYPE TC-ER CABLE WATERPROOF SPLICE
REMOVABLE WATER/VAPOR
SEALANT COMPATIBLE WITH CABLE.
BELL END OR BUSHING (TYP)18"8"24"30 LB. FELT PAPER
UNDISTURBED SOIL
FINISHED GRADE
24"
8"X12" CONCRETE
BLOCK
ALL CONDUIT END BELLS
SHALL BE INSTALLED
BEFORE PULLING WIRE
4"
4"
12"
18"
4" MAX.
2" MIN.
BRASS HOLD DOWN BOLT
WITH SCREW DRIVER SLOT
AT END TO TURN BOLT.
9/16" BRASS NUT
AND WASHER
COVER
LID 'A' REINFORCED STEEL
W/HOLD DOWN BOLTS
LID 'A'
PULLBOX
TYPE
PULLBOX
LENGTH
PULLBOX
WIDTH
PULLBOX
HEIGHT
LID
LENGTH
LID
WIDTH
LID
HEIGHT
"A""B""C""D""E""F"
#3 1/2
#7
#5 25-1/4"
34-3/4"
19-3/4"14-1/4"
15-3/4"
21-3/4"
12"
12"
12"30-1/8"
20-5/8"
15-1/4"
10-1/2"
17-5/8"
10"1-3/4"
2"
2"
DATA TABLE
"D"
"E"
"B"
"C"
"F""A"
TAMPERPROOF HOLD DOWN BOLT DETAIL
BACKFILL & THOROUGHLY
STEEL FRAME ANCHORED TAMP EXCAVATED AREA
IN CONCRETE.
PULL
BOX
NOTES:
1. THE PULL BOX SHALL BE MADE OF A HIGH DENSITY REINFORCED CONCRETE MATERIAL WITH END AND SIDE KNOCKOUTS, AND NONSETTLING SHOULDERS TO MAINTAIN GRADE, MANUFACTURED WITH APPROXIMATE DIMENSIONS AS SHOWN.
2. STEEL REINFORCEMENT SHALL BE AS REGULARLY USED IN STANDARD PRODUCTS OF THE RESPECTIVE MANUFACTURER.
3. COVER LETTERING SHALL BE 1" LETTERS CAST IN STANDARD MARKINGS: "ELECTRIC"
4. ALL CABLE AND CONDUCTOR SPLICES SHALL BE CONNECTED WITH COPPER COMPRESSION H-TAP CONNECTOR OR APPROVED EQUAL AND INSULATED WITH A SPLICE KIT.
5. PULL BOX SHALL BE TRAFFIC RATED FOR LARGE VEHICLES AS REQUIRED.
SCH. 40 PVC 90° BEND CONDUIT
WITH A RADIUS OF NOT LESS THAN
18" (FACTORY BENDS ONLY SHALL
BE USED)
3/4"
AGGREGATE
STANCHION OUTDOOR WARNING BEACON DETAIL
SOLID (STEADY) GREEN
RED STROBE (120V)
SUN SHADE
18"18"NEMA 4X, TAMPER PROOF
HARDWARE 316 SS
LOCKABLE CLEAR COVER
HOUSE KEEPING PAD SIZED APPROPRIATE
CONTRACTOR SHALL VERIFY ACTUAL SIZE OF
GEAR PRIOR TO CONSTRUCTION. CONCRETE
HOUSE KEEPING PAD SHALL EXTEND 6" ON
ALL SIDES OF EQUIPMENT. FOUNDATION
DESIGN PER DETAIL
GO
NO GO
NTS G
(4) STAINLESS STEEL
ANCHOR BOLTS
1/4" STEEL
PLATE WELDED
TO TUBE
CONDUIT TO POWER
PANEL CONDUIT SIZE AS
SHOWNN ON PLAN
GRS CONDUITS, NUMBER
AND SIZES SHOWN ON PLANS
GRS CONDUITS BELOW
GRADE SHALL BE PVC
COATED GRS TO
6" ABOVE GRADE
NOTE:
WARNING BEACON MOUNTED ON PULL BOX FD TYPE
WITH TAMPER-PROOF HARDWARE 316 SS (TYP )
TYPICAL PULLBOX & GROUND (POWER OR CONTROL) DETAIL18"36" (MIN)8"24"NATIVE BACKFILL 90% COMPACTION
(MIN)
GRADE
BACKFILL PER
U.G. CONDUIT DETAIL
3/4" CRUSHED ROCK
18" DEPTH (MIN)
PROVIDE TRAFFIC RATED STEEL LID, H20 RATED,
LABEL COVER PLATE "ELECTRICAL". PULLBOX.
ADD EXTENSION RINGS AS
NECESSARY TO BRING
LID FLUSH TO GRADE
GROUT SEAMS AND
AROUND CONDUIT WITH
NON-SHRINK GROUT
TO PLC
BELL END OR
BUSHING (TYP)
INSULATED #2 CU GND
GND ROD STD.
NTS FMIN.NOTES:
1.FOR QUANTITY OF CONDUITS
SEE PLANS AND SCHEDULES.
CONNECT TO GROUND RING SYSTEM
REFER TO PLAN DRAWINGS
FINISHED GRADE
3000 PSI CONCRETE (RED) ENCASEMENT.
CLEAN BACKFILL
(TAMP TO 95% COMPACTION)
CONDUIT(S) - SIZE AND NUMBER AS
REQUIRED
24"
MIN.
3"
MIN.
6" WIDE 4.5 MIL THICK METAL DETECTABLE
POLYESTER TAPE CONTINUOUSLY
IMPRINTED ON ONE SIDE OF TAPE,
"CAUTION: BURIED ELECTRIC LINE BELOW"
(BLACK LETTERS ON RED BACKGROUND)
CTR
12"
MIN.
*SEE PLANS FOR CONDUITS
PWR
NOTES:
1.ALL DIMENSIONS ARE MINIMUM. SEE PLANS AND CONDUIT SCHED.
2.MAINTAIN 24" MINIMUM CLEARANCE FROM POWER CONDUITS AND GAS/SEWER LINES.
3.MAINTAIN 12" MINIMUM CLEARANCE FROM POWER CONDUITS AND WATER/CONTROL LINES.
4.MAINTAIN 2" MINIMUM FROM OTHER CONDUITS.
5.INSTALL CONDUIT SUPPORT EVERY 5 FEET MINIMUM.
6.REPLACE SOIL/CONCRETE WITH IN KIND MATERIAL AFTER COMPLETION #2 BARE CU
GROUNDING CONDUCTOR
PWR
PWR 2"MIN.3"
MIN.6"MIN.12"MIN.OF SHEETS
DRAWING NO.
SHEETCITY OF DOWNEYREVISIONSAPPROVED BY:BENCH MARK SEAL:PLANS PREPARED BY
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
HORIZ. SCALE:
VERT. SCALE:
AS SHOWN
MP-407
PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS 9
9 CONSTRUCTION NOTES AND DETAILS
N/A